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    Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023123-1
    Author(s): Yiwen Zeng; Xiusong Shi; Hao Xiong; Wenbo Chen; Xia Bian
    Publisher: ASCE
    Abstract: Naturally sedimentary soils, such as marine clays, weathered residual soils, and glacial deposits, usually possess a certain amount of sand particles. These types of soils could be classified as sandy clay, because the ...
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    Lateral-Impact Behavior of Axially Preloaded RC Columns Strengthened with Large-Rupture-Strain FRP Wraps 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 003:;page 04024012-1
    Author(s): Debo Zhao; Yunmu Wen; Jingming Sun; Hao Xiong; Mengjie Hao
    Publisher: ASCE
    Abstract: Strengthening using large-rupture-strain fiber-reinforced polymer (LRS-FRP) laminates can effectively enhance the deformation and energy absorption capacity of reinforced concrete (RC) components under static and seismic ...
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    Experimental Study on the Flexural Behavior of Large-Scale Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022076
    Author(s): Hai-Tao Wang; Sai-Sai Liu; Chang-Yu Zhu; Hao Xiong; Guo-Wen Xu
    Publisher: ASCE
    Abstract: Carbon fiber–reinforced polymer (CFRP) systems have been widely used to strengthen concrete structures. To further study the flexural strengthening of concrete beams with prestressed CFRP plates, flexural tests of large-scale ...
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